AC111_M-P8P3S3_STPLN_C-111126.pdf

150’

630 630

W I N

D w n b y

D e s ig n e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers

St. Paul District

Sheet reference number:

A

B

C

D

2 3 4 5

A u t h o r it y

F il e

N a m e

P lo t

D a t e

P lo t

S c a le

D r a w in g u m b e r

S o li c it a t io n o

S y m b o l

D e s c r ip t io n A p p r

D a t e

H o r iz o n t a l C o o r d in a t e

S y s t e m

V e r t ic a l C o o r d in a t e

S y s t e m

Sheet of

D E

P A

R T

M E

T

O F

H

E

A R

M Y

S T

P A

U L

M

IN

N E

S O

T A

C O

R P

S

G

IN

E E

R S

S T

P A

U L

D

IS

T R

IC

T X

X

U

M

Z

N E

N A

D

R V

Y

C O

N S

T R

U C

T

IO

A W

IN

G

M

IS

S

IS

S

IP

P I R

IV

E R

P

O O

L

H O

U S

T

C

U N

T Y

M N

E N

V

M G

M T

P R

O G

P O

O L

IS

L A

N

A S

A G

E

A

W

E S

B

D

M S

L

A

D J

E L

E V

A T I

O N

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

E L

E V

A T I

O N

-110-120-130 110 120 130

EXISTING GROUND

LINE VARIES

MAX. EL. 616.5 (SEE NOTE 3)

EXCAVATION AREA

LOWEST CONTROLLED POOL SURFACE EL. 630.5

N

800’0 400’

SCALE:1"=400’

C C

C C

C

C

C

C

C

C

C

C

91-28M

87-1M

87-2M

90-25M

91-26M

91-27M

87-3M

87-8M

87-4M

87-7M 87-5M

87-6M

00-69M

90-23M

RC.1

RC.2

RC.3

RC.4

RC.5

RC.6

RC.7

RC.8

BROWNSVILLE

DAYMARK

MILE

COON SLOUGH

LIGHT & DAYMARK

687.2L

MINNESOTA

WISCONSIN

FLOW

PLAN VIEW

HEAD OF RAFT CHANNEL APPROVED SAND BORROW AREA

DEADMANS SLOUGH APPROVED SAND BORROW AREA

TYPICAL SECTION

HEAD OF RAFT CHANNEL APPROVED SAND BORROW AREA

DEADMANS SLOUGH APPROVED SAND BORROW AREA

EXCAVATION

EXISTING WINGDAM

(TYP.)

EXISTING WINGDAM

(TYP.)

NOTES:

G C

W J J F J S

H

J B

M G

C W

R P

R P

C D

C

IV

IL

S

IT

E

C-111

MILE

A C

M P

P

S

S T

P L

N

C

.D

G N

H E

A N

N

A D

M A

O U

G

P R

O V

B

R R

W

E A

S

P

L

C T

IO

N

HEAD OF RAFT CHANNEL

APPROVED SAND

BORROW AREAS

DEADMANS SLOUGH

APPROVED SAND

BORROW AREA

DS.1

DS.2

DS.3

DS.4

1. ACTUAL LOCATION OF CUTS MAY BE ADJUSTED BY CONTRACTING OFFICER AFTER IT IS STAKED

BY THE CONTRACTOR.

2. CUT WIDTHS VARY AS SHOWN.

3. CUT DEPTHS MAY VARY AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

4. SEE SHEET C-604 FOR CUT COORDINATE TABLE.

5. CHANNEL CONDITIONS MAY REQUIRE THAT THE GOVERNMENT PERFORM DREDGING UNDER SEPARATE

CONTRACT, AND THE MATERIAL REMOVED WILL NOT BE AVAILABLE TO THE CONTRACTOR.

D R

A W

IN

G

IS

S U

IT

M

E N

D M

E

G C